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2018-13965 G-LDEV-013826-2018 (Plans)DocuSign Envelope ID: 7D8B9D29-2AD6-4239-A2A9-8DBF03C6C994 RIGHT OF WAY NOTE OWNER IS TO OBTANNA CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT LEAST48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORK NOTICEAND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWSARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAINAWAYFROM STRUCTURES FORA MINIMUM OF 5 FEET AT 2 PERCENTAND BE CONVEYED TO ANAPPROVED DRAINAGE FACILITY UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE INACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL REAPPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "REPORT OF GEOLOGIC RECONNAISSANCEAND PROPOSED STORM WATER INFILTRATION BMPs" PREPARED BY GEOTECHNICAL EXPLORATION, INC., DATEDAUGUST 07, 2017, PROJECT NO. 17-11533 SHALL BE CONSIDEREDASA PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE INACCORDANCE WITH THE RECOMMENDATIONSAND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATEAPPROVALSAND PERMITS FORANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFSITE GRADING 5. CONTRACTOR SHALL TAKEANYNECESSARY PRECAUTIONS REQUIRED TO PROTECTADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THATANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCTAND MAINTAINALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30A. M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTORAND PERMITTEE THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST48 HOURS INADVANCE BY CALLING (760) 633-2770. 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TOANYPROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TOAND RECE/VEAPPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITHALL COND1TlONSAND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13965 - G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED GRADING PLAN ORAS SHOWN ON THEATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENTAND COMPACTION OF FILLSANC BACKFILLSAND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTSAS REQUIREDAND WILL DETERMINE THE SUITABILITY OFANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OSSERVATIONSAND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISIONAND THAT IN HIS OPINION, ALL EMBANKMENTSAND EXCAVATIONSAREACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADEALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGEAND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATERANDAVOID DAMAGE TOADJOINING PROPERTIES OR FINISHED WORK ON THE SILTAND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIMEAS PERMANENT DRAINAGEAND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED INACCORDANCE WITH STANDARD SPEC/FICAT.ON. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILLANDALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL LrA. ARIFIED TO DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATERAN,) COMPACT THE FILL IN STRICTACCORDANCE WITH SPECIFICATIONS, 15. CUTAND FILL SLOPES SHALL BE CUTAND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACEAND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATIONAND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TR/MMEDAS DIRECTED BY THE ENGINEER OF WORKAND LEFT INA NEATAND ORDERLY CONDITION. ALL STONES, ROOTSAND OTHER WASTE ly r; i i ER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICHARE LIABLE TO BECOME LOOSENED SHALL BE REMOVEDAND DISPOSED OF. THE TOEAND TOP OFALL SLOPES SHALL BE ROUNDED INACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SOAS TO LEAVE THEAREAS THAT HAVE BEEN CLEARED WITHA NEATAND FINISHEDAPPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEERAND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. 17. THE REMOVAL OFANYAND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTSARE REFERRED TOAS CITY TREESAND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINEAREA (THEAREA FROM THE TRUNK OFA TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IFAPPROVED IMPROVEMENTSARE IN CONFLICT WITHA CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. t8. � DUqL If1f0 ae1;K&01-0kls7' sNALt, ,BE ETAINen If rEA' H[ ovN1gpptIca T 1=tv05 SENSYTfvs AR'►LFActs #t eN4 &CA01der ALr10ry Tor HB SATl-01crIoN Of �ME L>E✓EG a73M�NT S�iC✓(t/=s tkfP1 EARTHWORK DATA IMPERVIOUS AREA (ROAD WIDENING) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : 1 V INCREASE IN IMPERVIOUSAREA: 3,460 SO FT MAXIMUM VERTICAL DEPTH OF CUT 2.0 FT (DUE TO ROAD WIDENING) MAX/M1UM VERTICAL DEPTH OF FILL: 27 FT PROJECT TOTAL DISTURBEDAREA: 22.195 SO FT CUT = 40 CY FILL = 275CY EXPORT = 235 CY EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RANDY ROCHFORD AT (480) 619-3664, 24 HOURS A DAY. 2, EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON (OCTOBER I TOAPRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEERAFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUDN THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPEAT THE CONCLUSION OF EACH WORKDAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE 1N PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILTAND OTHER DEBRIS SHALL BE REMOVEDAFTER EACH RAINFALL. S TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES I. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROMALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASSAND LANDSCAPEAREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREETAND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASSAND L.ANDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUTA PERMIT FROM THE CITY. 3. ALL IMPERVIOUSAREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIESANDIOR TO TURF OR LANDSCAPED AREAS WITHADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE, ALL IMPERVIOUSAREAS MUST SLOPE TOWARD THE APPROVED BMP11MP FACILITYA14DIOR THE TURFILANDSCAPEDAREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, ORANY OTHER IMPERVIOUSAREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO ANADEQUATE IMPIBMP. 5. DRIVEWAYS SHALL HAVEA MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMPAREA OR HAVEANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP/ BMP. 6, ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED ORALTERED WITHOUTA PERMIT FROM THE CITY. 7. THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVEAN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOTALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLEAND LOCKED WHEN NOT IN USE, A BERM SHALL BE INSTALLED ATALL OPENINGS TO HOLD INANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENTANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER INAND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVEA DR41N THAT DISCHARGES THROUGHAN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGHA CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVEA COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITEATALL TIMES. 2.THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BEACCOMPL/SHED PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3.UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MA114S SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM INADVANCE OFANY SHUTDOWN. 4.CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5.CONTR4CTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CC �ZTRUCTION. 6.NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7THE CONTRACTOR MUST CALF_ "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIGALERT PHONE: 800-2272600) 8.ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFOREANY CONSTRUCTION BEGINS. RTHE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILI7Y WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11.ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. IZMANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE, 13.INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 314-INCH HIGH LETTER "W' SHALL BE CHISELED 1N TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB ATALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOTBE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. MALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 23. CL>AITKACTbRSYMLL6UQGNWAu~fORAr~oroME(grEAaAFTFICTNEpATIrOrACCE7ANLFFAKTHEr7LGVECi: CONMCMR SIMLL IWOfN6A! NOLACOAMYORAL4 SLKH W^ MCSTNEK WMANYOWEN woof 1010101 MAY Of 0" ACE 1N so DOING rHArMAYP90v9 MPCC1711E N 1V0Kkk4fMWAAV/09 MMTEM4LS WMiN 1ME ONE WAN PMODFROM THE PATE OF ACCEPMAICSWITNOUrEXpENsawMATSOEVERTorug V#StN/Cr,0001KANYINK4KAWT640MUSUALAEUS&ORME4LEC.1a ECTEO: NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS OWNERSHIP CHANGE QO 2/2/202/ DESCRIPTION: POINT NO. 1025 INT. DATE LOCATION: ENC-25 BRASS DISK IN WELL MONUMENT TYLER G LAWSON DATE PUBLIC WORKS IN THE MIDDLE OF THE INTERSECTION OF SOUTH EL PLANNING PORTAL STREET AND LA MESA AVENUE. RECORD FROM: ROS 18416 SR. ENGINEER DATE REVIEWER ELEVATION: 60.60' DATUM: NAVD88- INSPECTOR STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY SIZED CONCRETE WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTERAND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION SITEACCESS SHALL BE PROVIDED FOR VEHICLES EGRESSAND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFICAREA AWAY FROM GUTTERSAND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING; AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FORALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX NO EXCAVATIONAND GRADINGACTIVITIESAREALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELSAGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHENABSOLUTELYNECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TOAVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUALAND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADINGACTIVITIESARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT SEEPAGEAND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWSAND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND PROVIDED WITHA TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETERATALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BEAVAILABLE TO EVERYONE WORKING ON SITE, THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORSABOUT STORMWATER REQUIREMENTSAND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OFALL WASTEAND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROMANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACEDAROUNDALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED ATALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TOAVOID RAIN CONTACT WITHANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKENASPHALTAND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED, WON -RECYCLABLE MATERIALS MUST BF TAKEN TOANAPPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCO AT (760) 436.4151, POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDERAND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTA/NMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 2770. NOTIFICATIONS 1. THE EX/STENCEAND LOCATION OF UNDERGROUND UTILITY PIPESAND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OFAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THEREARE NO EXISTING UTILITIES EXCEPTAS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIESAND NOTIFICATION OF COMMENCEMENT OF WORK A. SEWERS - ESD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753-6466 D. RECYCLED WATER - SAN ELIJO JOINT POWERS AUTHORITY- (760) 753-6203 X-32 E TELEPHONE - SBC BELL - (760) 489-3411 F. CABLE TV - COX COMMUNICATIONS - (760}806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL. OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES (CONTINUED): 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE 18.FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. IRALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTIONANDACCEPTANCE OF THE CHANGE 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. X ALL, 1SVR/LOT i1MNGSAAV VAWVBS SHALL, 99 k4AX AfE WRAPP9V IMACC OMMW-8 w1rN OMM7 STANDARD SPECIFICAr161N8. SI OWNER SVEN POLE 101 SYCAMOREAVENUE LARKSPUR, CA 94939 PERMITTEE JBR HOLDINGS LLC 440 N. GRANADOSAVENUE SOLANA BEACH, CA 92075 SITEADDRESS 4255 COLONY TERRACE ENCINITAS, CA 92024 APN: 259-210-26-00 LEGAL DESCRIPTION PARCEL 3 OF PARCEL MAP 3477 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. SOILS ENGINEER'S CERTIFICATE VICINITYMAP NTS 1, JONATHANA. BROWNING, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OFAPPLIED SOIL MECHANICS, HEREBY CERTIFY THATA SAMPUNGAND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE SY ME OR UNDER MY DIRECTION ON JUNE 20, 2014. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEW THESE GRADING PLANSAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: i7 __ ONATHANA. BROWNING PG/CEG: 9012(2615 g`ONAL G& EXP. DATE.' 6 3D 2020 p 'nNATHANA O QBROWNING N , JOB A'' 17-11553 K9.2615 -1 SHEET INDEX • CERTIFIED • GEOTECHNICAL EXPLORATION, INC. ENGEERING 1. TITLE SHEET OGIsT •9�Q` 2. GRADING PLANAND SECTIONS SAN DIEGO, CA 92121 TRADE STREET OPCAL1F 3. EROSION CONTROL PLANAND DETAILS SAN PH: (858) 549-7222 I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGISTHAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADINGACTIVITYANDADVISE ON THE COMPACTIONAND STABILITY OF THE SITE 1 I (WE) HEREBYAGREE TO INDEMNIFY DEFEND, AND HOLD CITYRND CITY`S OFFICERS, OFFICIALS, EMPLOYEES, ANDAGENTS HARMLESS FROM, ANDAGAINSTANYANDALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OOACTIONS, LOSSES, DAMAGESAND COSTS, INCLUDINGALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR INANY MANWER CONNECTED DIRECTLYOR INDIRECTLYWITHANYACTS OR OMISSIONS OF OWNER OR OWNER'SAGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FORANYANDALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR NDIRECTLY TO THE PERMIT ORAPPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. W. 12/23/2020 1 2:58:13 PM PST �1 CMi 1;'1,14t�Ik�A. t L fg '-'�"" 12/25/2020 1 2:58:41 PM PST 8VAE4-.- PRINT44Ae - � l� TI THY ;AWN MILLIGAN AND JERILYN MILLIGAN SIGNAT RE: DATE: PRINT N RBI DAVIS FOR MISSION WEST BUILDERS, INC., �ACALIFQRNIA CORPORTAION THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE INACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THATANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACI TYASA PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOTA DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGNAND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFYAND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELYFROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSEAND SCOPE OF SUCH AGENCYAND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY TY7 --q; JEER. SIGNATURE.1 '< DATE. TYLER G LA WSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HIGHWAY 101, SUITEA SOLANA BEACH, CA 92075 PH: (858) 259-8212 ,1 z c� No. 8035 m w 6 rr1 x 0 ( E p. 12/31 /Z l CIVI BMP PROJECT STATUS STANDARD PUBLIC WORKS IPLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT 11 t�• IB DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 7- /' 1 R.C.E. NO.: 80356 TYLER G 'LAWSON EXP.: 12/3140 �t I ► ! 7 SIGN DATE SIGN ENGINEERING DIVISION APPROVALS RECOMMENDED:541 APPROVED- % JES OWE ED ARD J. WI ER ? IS- 261!9 DATE DATE WATER DISTRICT 1W0 TAOiLE WASTK SYSTEM MTAbVALOMWV WO#910111 t AD l 3 f 1123 t9 /' 1; ! qt 8 DATE SIGN 1z•g / DA E GN DATE NOf[ USAUM MOM2 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: LOT SPLIT - 4255 COLONY TERRACE 13965-G APN: 259-210-26-00 PLANNING CASE NO: 17-296 TPM / CDP SHEET 1 OF 3 PLSA 2716-02 O 04 U 2 uiW N f M �; UZrn �Q� J < co Lo ots4w �w w LL � ? iL 5 c"I •- N O 0 rn LO pZco U Z °.D aInQ DocuSign Envelope ID: 7D8B9D29-2AD6-4239-A2A9-8DBF03C6C994 yr I' BEGIN PCC FLUSH CURB; MATCH TO I I EXISTING EDGE OF PAVEMENT (94.9 FS) 1 I R=28' FIRE HAMMERHEAD TURNAROUND POR. LOT28 I R=28' MAP 848 APN: 259-210-08-00 I TC=88 7 FL=88 2 EXISTING MAR TO REMAIN— EXISTING 2" ELECTRICAL SERVICE TO REM41N "" I" 3 itI b N+ EXISTINGAC BERM TO BE REMOVED s j POR. BLOCK 3 I MAP 326 APN: 259-21042-00 EXISTING POROUS z, PAVER DRIVEWAY TC=777 TO REMAIN._ „ "' ' FL=772 4 It'.A•f .. TC=75.8 FL=75324' , 4' _.... EDGE OF EXISTING i PAVEMENT „ TO REMAIN I �< 30' APN: 259-210-34-00 1 i >t I EXISTING WATER SERVICE TO =� BE RELOCATED PER GRADING 30' PLANNO. 1404 G PARCEL 2 EXISTING WATER METER PM 3477 (PAD - 96.5) SER{lJNG APN: 259-210-26-00 r TO BE REMOVED PER GRADING FINISHED GRADE PARCEL 1 (PAD-109.0) EXISTING DWY PM 3477 TO REMAIN (EX1STfNG 2-STORY / RESIDENCE) LEGEND PROPOERTYBOUNDARY CENTER LINE OF ROAD — RIGHT-OF-WAY/ADJACENT LOT LINE PROPOSED LOT LINE — PROPOSED SETBACKS EXISTING EASEMENT — — — — — PROPOSED SEWER EASEMENT — — — — — — EXISTING CONTOUR _.._ _� __ __ 90 PROPOSED CONTOUR 90 GRADE LIMIT LINE W W W W W SAWCUT LINE I I I I EXISTING WATER MAIN (SIZE PER PLAN) _______._. W ......_....._...._ W W EXISTING SEWER MAIN (SIZE PER PLAN) -_ _._... S — S 4" PVC SEWER LATERAL PER SDRSD SS-01 Q-- S S S 1" COPPER WATER SERVICE PER OMWD C-1.5 ED-- W W W 6" PVC DRAIN PIPE — — BMP FACILITY 2" GRIND & OVERLAY OF AC PAVEMENT AC PAVEMENT (4-AC OVER 6" CLASS IIAB OR PER GEOTECH RECOMMENDATION) CONSTRUCTION NOTES O EXISTING SURVEY MONUMENT TO BE O CONSTRUCTAC SPILLWAY PER SDRSD D-22 PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE ® CONSTRUCT 18" WIDE X 6" PCC CUTOFF WALL REPLACED BYA LICENSED LAND SURVEYORAND AND 2' WIDE X Z LONG, NO.2 BACKING, 1.1 FT A CORNER RECORD OF SURVEY SHALL BE FILED THICK ROCK RIP RAP ENERGY DISSIPATER PER WITH THE COUNTY. SDRSD D-40 O EXISTING TREE ON PRIVATE PROPERTY TO ® INSTALL 4" PVC SEWER LATERAL PER SDRSD REMAIN SS-01 O INSTALL 6"AC BERM PER SDRSD G-05 10 TRENCH RESURFACING OFAC PAVEMENT PER CITY OF ENCINITAS RESURFACING STANDARD O CONSTRUCT 8.5' WIDE X 25' LONG PARKING SPACE PER DETAIL THIS SHEET 11 INSTALL 6"X 16" PCC FLUSH CURB O5 CONSTRUCT BMP LANDSCAPED AREA PER 12 INSTALL 1 " WATER SERVICE PER OMWD C-1.5 DETAIL THIS SHEET 13 INSTALL ANODES PER OMWD STANDARD © INSTALL 12"X 12" BROOKS BOX SPECIFICATION SECTION 15310 CORROSION CONTROL FOR BURIED PIPING. (BYOMWD) PROPOSED EASEMENT NOTES F1 INDICATES PRIVATE SEWER EASEMENT FOR THE BENEFIT OF PARCEL 2 TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE, WHICHEVER OCCURS FIRST EXISTING EASEMENT NOTES O1 EXISTING EASEMENT TO JOANNALLEN FOR ROAD AND UTILITIES RECORDED DECEMBER 30, 1960 IN DOCUMENT NO. 1960 250259 OF OFFICIAL RECORDS O2 IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY TO THE CITY OF ENCINITAS RECORDED JANUARY Z 1975 IN DOCUMENT NO. 1975-000628 OF OFFICIAL RECORDS O3 30' WIDE PRIVATE ROAD EASEMENT PER PARCEL MAP 3477 ® 40' WIDE PRIVATE ROAD EASEMENT PER PARCEL MAP 3477 SITE NOTES O5 EXISTING EASEMENT TO OLIVENHAIN MUNICIPAL WATER DISTRICT RECORDED FEBRUARY 27, 1976 IN DOCUMENT NO. 1976-057740 OF OFFICIAL RECORDS ® EXISTING EASEMENT TO GUY WILLIAM RIZOTTO AND BETTY RUTH RIZOTTO FOR ROADAND UTILITIES RECORDED DECEMBER 25, 19751N DOCUMENT NO. 1975-162217 OF OFFICIAL RECORDS O7 EASEMENT TO OLIVENHAIN MUNICIPAL WATER DISTRICT PER SEPARATE DOC. NO. Wet- l°h1196 RECORDED MA�q. 1. ALL EXISTING STRUCTURES ONSITE TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 2. ALL EXISTING UTILITIES SHOWN HEREON PER BESTAVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATIONAND NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEENACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. 3. ALL EXISTING TREES ONSITE TO BE REMOVED UNLESS OTHERWISE NOTED, ALL EXISTING ONSITE VEGETATION TO BE CLEARED AND GRUBBED UNLESS OTHERWISE NOTED. GRAPHIC SCALE 1 "= 20' 20 0 20 40 60 Q G z w No. 80356 m Exp. 12/31 /20 CIVIL PASCO LARET SUITER St ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1fz 858.259.4812 1 pleaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS uts isY: uruwwv rsr: crltTGL I�r: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK A BAK GL DESCRIPTION: POINT NO. 1025 LOCATION: ENC-25 BRASS DISK IN WELL MONUMENT IN THE MIDDLE OF THE INTERSECTION OF SOUTH EL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: %'11' / R.C.E. NO.: 80356 ERG LAWSON EXP.: 12/31/20 RECOMMENDED: APPROVED: '` 404 JES O1 EDWARD J IMMER -r //f 1 DATE DA E GRADING PLAN FOR: LOT SPLIT - 4255 COLONY TERRACE APN: 259-21 U-26-UU PLANNING CASE NO: 17-296 TPM / CDP 13965-G PUBLIC WORKS TYLER G LAWSON DATE PLANNING PORTAL STREET AND LA MESAAVENUE. RECORD FROM: ROS 18416 ELEVATION: 60.60' DATUM: NAVD88 REVIEWER SA. ENGINEER DATE INSPECTOR SHEET 2 OF 3 PLSA 2716-02 E uO r_ 0 N 6� Q U 2 m Q U Z CO qh N Q U) Lo WW W F_u- U) U) T � � N W p 00 J}y u7 7,N O_ QO u7 UZ� Cu)aa.. DocuSign Envelope ID: 7D8B9D29-2AD6-4239-A2A9-8DBF03C6C994 PLAN VIEW - EROSION CONTROL PLAN SCALE: 1"= 20' I 1 I I I 60' PRIVATE ROAD EASEMENT I ,1 40' PRIVATE ROAD EASEMENT I i I' APN: 259-21042 VARIES VARIES W T I- 1 4 j 30' 30' 24' MIN : -1 VARIES VARIES VARIES VARIES INSTALL 6-AC BERM EXISTINGAC PER SDRSD G-05 PAVEMENT TINSTALL 4"AC OVER REMAINN 6" CLASS 11 BASE MIN. SAWCUT LINE TYPICAL SECTION - COLONY TERRACE NOT TO SCALE 1 _ 20'- - - 20' - 1 PROJECT SITE APN: 259 210-25 24, PROJECT SITE APN: 259-210-26 -- — APN: 259-210-26 12' 12' 8' VARIES I 2.0% j INSTALL 6"X 16" PCC FLUSH CURB INSTALL 4 AC OVER I INSTALL 6 AC BER� 6" CLASS 11 BASE MIN. PER SDRSD G-05 SAWCUT LINE INSTALL 4"AC OVER EXISTINGAC 6" CLASS/1 BASE MIN, PAVEMENT TO REMAIN SAWCUT LINE TYPICAL SECTION - PRIVATE ROAD NOT TO SCALE DESILTING BASIN NOTE ROADSIDE BIORETENTION BASINS SHALL BE EXCAVATEDAND USEDAS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCYAND / OR FINAL RELEASE 1. SET POSTSAND EXCAVATEA 4 BY4 IN (10 BY 10 CM) TRENCH UPSLOPE FROMAND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. �— 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCEAND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. II I I I ( FILTER FABRIC WIRE DETAIL C: SILT FENCE NOT TO SCALE EROSION CONTROL LEGEND _ PROPOSED CONSTRUCTION ENTRANCE PER DETAILA GRAVEL BAGS PER DETAIL B SILT FENCE PER DETAIL C FIBER ROLL LIMIT OF WORK HYDROSEEDING 3" TO 6" COARSEAGGREG/ RUNOFF SE-4, SE-6, SE-10 SE-1 n n n SE-5 --- FR x x x x x x x x x x x EC� x x x x x x x x x x x x x x x x x x x x x x PLAN I \ I PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY *LESSER DISTANCEALLOWED WITH CITY INSPECTORAPPROVAL DETAIL A: CONSTRUCTION ENTRANCE GAP BETWEEN BAGS ACTS AS SPILLWAY NOT TO SCALE 4 WO LAYERS OF GRAVEL BAGS WITH ENDS ^I=i nnnrn AREA DF DETAIL B: GRAVEL BAGS NOT TO SCALE GRAPHIC SCALE 1"= 10' 10 0 10 20 30 /eRqv is 4 ER G L q '9! z UU., Na. 80356 n W Exp. 12/31/20 x & ASSOCIA,TL[S CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101. Ste A, Solana Beach, CA 92075 ph 658.259.8212 1 f: 858.259.4812 1 pU"agineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO* BAK BAK TGL DESCRIPTION: POINT NO. 1025 LOCATION: ENC-25 BRASS DISK IN WELL MONUMENT IN THE MIDDLE OF THE INTERSECTION OF SOUTH EL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: -71 I R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/2.0 RECOMMENDED: AP OV D- �� JES OWE S EDWARD J. I MER DATE �t ` DA E S (1 EROSION CONTROL PLAN FOR: LOT SPLIT - 4255 COLONY TERRACE APN: 259-210-26-00 PLANNING CASE NO: 17-296 TPM / CDP �± 1 3965-G PUBLIC WORKS TYLER G LAWSON DATE PLANNING PORTAL STREETAND LA MESAAVENUE. RECORD FROM: ROS 18416 ELEVATION: 60.60' DATUM: NAVD88 REVIEWER SA. ENGINEER DATE INSPECTOR SHEET 3 OF 3 PLSA 2716-02 W O N rn U U Lu m o UZrn og� N a U) LO � Q avo �w w Ncoc*4 04 W 00 � }y o' Q ? N O=00 UZ� aLo=a